121-08 OVERSIZED PLANS

\� SSMH
�\ TOP 5.07'
\\\ NV =-5.T�.46 9F�
TOP _ SS 1H COASTAL MARSH -`'-
SI `_" s � NV ' _5: 3 , 5.4.,D0 NOT DISTURB
WEST �~-
Fi -' s _ _ B EA U FOR T ------
I _ 1 S�0 w /s 0, P ROAD
x5.4 .50 -•_ 0. p6 ----.._, � l UBL/C R�w - p,` N C SR 1170
Di .., 80ft E _ S^82'15'3p^E SS - -,, x5. 5 -frS UH
�� x4.86 Exists g" t oHE 108 07 P 5.
CC?o Proposed to be SS SS INV = 4. 73.
/ Removed oHE S 83'13 09 E --__�--�
cu � 150, 7q •SS
}` x 5.56 oHE FH SIP W
/ oHE -�- EIR EX' 8 ' CVP WA 7E-
x4.97 Existing block Wall �_ MAIN
around/adjacent W �!
� \ &Conc. �-•�-- ---� co
X 37 ddjacent r�
x4.94
trees Pr QQss� to �' W
X
Existing Concrete Existing Conc. be(PictureFff� x 5.13 Remoltf LARRY WAYNE FULP
d. / /
Slab this Vicinity / Slab to Proposed � / / g02/744l
Proposed to be x / to be Removed �1 � 0. � ��
Removed (Approx. / (Approx. 644sf) 4.67 W
x5.30 x5. x5.33
Go
800sf)(Picture BZ) / (Picture 61) 3.2 co
bottom / 48"Dia x -30ft , THOMAS VANDYKE '
i Debris at bott& x6,98
STATION a,. j r Existing Culvert x5.93 / 1191 /353 Elp
adjacent o e d FFE
SSMH '
TOP = 4,96'
INV = -6.27' /
Existing
Proposed to be p n ramage x 5.59
Removed _ / route Proposed to be \ ` x 4. \ x 5.06 SIP
Cl- x / removed (Pictures A7, B3, co � �' DAMES T. BOWLING
2.QS x5.20 '
x3. N w L'..-� B4) ".- x5.0� <� 532/347
2 �.::.... ` , x5.25
�. g �� Misc. Debris in Area ti ram. �
\ ....... Proposed to be x 3. 20 � > >:3. 97
Q
/ \ Removed (Pictures A7, 'O x 4.31 S 5 0 Q
A8 A10 x. i 0, x 4.32 x 4.7 >2 1 < E ' J �
/ 0 \ ..•�. ) 3.4/ >> ' SARAH L. DAVIS ti
22" 0. `"SSMHO
> '
PIN 7306.14336412 1 3 !
-.-.. 4 TOP 1 �" 3)91 ' EIP
2 -3645sf of Ex. 24"/ 0. , U G� \
Intermittent Coastal Asphalt Proposed / 3 87V 2.85' 360. f S > a
x 8 To Be Removed 8"/ v1AG. / ' , O
2y3�4 e �`
Wetlands Within Existing - " , , _ ^ _ _ _ x
Debris This Area / \ 1 i f O 1 0. / S 20„ 0. x 4.08 135, m
Footprint (-•615sf) ' ( 9" C. x4 39 1 s
x4.5 ' \ I SSMH / 10 0. 12^ M. u
TOP = 3,63' x4.35 /
� SIP >2
�? 0.23' x3.7o NOTES:
r U NHW Limit \ 1 i 0� ,/ U O
} ti ° / AtCulvert End \I x
x3.67 x3.64
S 120 _ x 3.79 This plan document is for CAMA
s \ x 3.65 S s9. permitting purposes.
Propose to Remove -9 \ 3. 3.47 IS1S 21S
Cv Misc. Debris & Trash x 3. >
s 4 Owner Wor Contractor
s� \ �.
CtrER S � Within Channel and � \ 24'�0. / � responsible to e
(Pict'along Shoreline \ \ p ensure all project
`(Pictures A6,A6,A10) $ . \ \ ` O ,p� �
-2.2 ` \ \ \ \ SSMH SS 8" 0.�� O' // 011 C construction is consistent with
\` \x3,08 INV- \ SSMH SIP , x5. 5 owners intended uses,
Culverts \ \ \ �! TOP _ 2,14 -� x4.00 TOP = 2.98' 240C. 9� P. x- 75 18 P. 1 O P. •6
qZ sc O ` 2 SS \ s INV = -2,05' x3.86 30" 0, 10'. PO � x2.42 \
/ � -4.9 \ \ \ To �9 Se4,/' ` \ 2. 2 O x4.06 19" P Owner Wor contractor
\ q1 r �e // (2j4" o. o 0 2' responsibility for project
Jo -3.0' �\ \.\ x3.10 \ / R oe�j p�°0dr \\ 0
o q3 ' s 24' 0. 22" P. oEIR compliance with all applicable
Ce 3 s �` \SS I codes ordinances and
N. LVV. M \ �. 2„ \ q�'/g 2Js \� 56 w regulations including building
o Q Coastal Wetland \ \ \ ) ,
\� �S \ \Ss codes, setback ., et o tera.
a � Water Ward -3,4 V 144 \
- 5.6 � 'q
/ Extent p ox. Width of Channel: 40' �20 \ \ \ 20X M. F` \ / \ 1 P
�q S Contractor responsibility to
� O /� x3.36 \ S SSMH I ^B`� C. ���
\ x3 32 \ RFq ss 6„ 0 3.52 , 4•• inspect site and identify field
O \R x3� A INV = -1,48' \ conditions and relatedproject
x 3.4 SS i 12 " �i
"\oa x3.62 ` �TF� M I �.' x3 2 N cost implications thereof.
S X3.11
� 3
//SSMH 24� 0. x3. 4
TOP _ 3.24 240" P ly SS i x`?.24 i 1n
`lJ •,�r�J� •\\ \Fe\FF \3 / INV =1.30' Al\3.50\
�•- / �` -�.� � `• `x` 08 \ \ \ 8' \ � / / 2
�\ -` \ x4.23 3.. , s
- 4.3 \ �\ ( 10 T G
Text Boxes Indicate \\ \ \ 0 C. 01 2" O'S QV. 24
Proposed s Indies 2 6 �- \ \ S 1 1 ' p23
J Within Estuarine AEC NORMAL HIGH \ \� x3"58 S 8" 0. O x 1 7 ape Existing Sealer
Pipe Proposed to
WATER MARK r \ .4 \ \ O O1 0. b\S Existing Fire Hydrant \ iiiiio be Abandoned
Vr \ a.o \�--\'\ \ �/� EX b etorm Drain
�3,16 I-, Abandoned
\ Pr osed to be Removed ii
2 3' \ T Abandoned ,yj \ \ _ 3 onhole Proposed to be
\ q/ ec, \ x 3 ?$ S% i Abandoned (Removed to
, Below Grade and Filled)
m S \ 1
LEGEND: NORMAL LOW ` f �ebe b \ 1/ e R �s/dry' C '9�\k 2,, (� �4 0. x4.55 /
WATER MARK \ryo Coe \ o e A sek C C) O SSMH /
�\ \- ` r lei \ \ �•�/q,hsd (A obo oo` sS c �q -� -
EIP = EXISTING IRON PIPE ae \ ` TOP EL - 3,74' SSMH
of FR '
SIP = SET IRON PIPE \ �� \ g77jgv�e8 ` \ Mq INV EL = 0.58' 1 11pp
\p10' 'P• \ 4.13 r?� SS\ d0 _ I / INVX3.6 0.77'
EIR = EXISTING IRON ROD �� P. P \ ! x
RCP =REINFORCED CONCRETE PIPE � � \ ` � 3 I
FE = FINISHED ELEVATION I \ \ _ i / '
MBL = MINIMUM BUILDING SETBACK LINE I \ \ SS
TB = TELEPHONE BOX
\ x_V5
PP = POWER POLE
GW = GUY WIRE
FH = FIRE HYDRANT
CO = CLEAN OUT
ST = SIGHT TRIANGLE
SE = SIGN EASEMENT
FFE = FINISHED FLOOR ELEVATION
- - -5'- - - EXISTING CONTOUR
x3,83 SPOT ELEVATION
EXISTING STORM DRAIN
SS EXISTING SANITARY SEWER
w EXISTING WATER MAIN
oHE- EXISTING OVERHEAD ELECTRIC
0 EXISTING TREES
TREES: (Trees 5hown to be removed (cut down within AEC)
or otherwise incorporated in landscaping)
C = CEDAR
M = MAPLE;
P = PINE
0 = OAK
MAG MAGNOLIA
W = WILLOW
IIIIIIIIIIIIIIIIIIIIIIEXISTING UTILITIES TO BE REMOVED/ABANDONED
NOTE:
1. ALL ELEVATIONS ARE BASED ON NGVD 1988 DATUM.
2. BOUNDARY AND TOPOGRAPHY SURVEY INFORMATION TAKEN
FROM MAPS AND DIGITAL FILES BY POWEL SURVEYING
COMPANY, P.A., 41 � LIVE OAK ST, BEAUFORT, NC 28516,
3. JILL DRIVE AND ATLANTIC DRIVE ARE PUBLIC ROADS PER
D.B. 413, P. 437,
SOURCE OF TITLE
DB 488 PG 324
VICINITY MAP
NTS
101
STANTON RD.
70
EST BEAUFORT
ROAD.
CO
SITE
70'
TOWN OF BEAUFORT
__1-18' Existing Sewer 0.
\ �x 3.55 \ Pipe Proposed to
11 P. 18"P 1-1be Abandoned 'o" P.
anhole Proposed to be 254'E�Clsting Water�e�CK/C Abandoned (Removed to INoin Proposed to
OAST be Abandoned
�` �15" P. `� SH Below Grade and Filled)
>� \
'-6 P. E= f�BUFFER
x3.95 22" P.
0' O
3.65'
\\ \ In all areas proposed to remove debris from A.E.C.
I (including coastal wetlands & waters),hwere vegetative
voids are created it is proposed to plant appropriate
NORMAL LOW WATER indigenous coastal species based upon location relative to
3. 0' normal water level.
WATER WARD Coastal
2.9' 4' Wetland Limits Debris removal from coastal wetlands proposed to be
performed with minimal disturbance by hand or, only as
REVISIONS
6/23/08 Add Culvert Removal
& New Culvert Installation
6/27/08 AEC / NHW
Revisions per DCM
7/16/08 per DCM
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necessary, with equipment with extended reach
s
GRAPHIC SCALE capabilities. Do not dig or excavate in coastal wetlands or
4
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( IN FEET )
1 inch a 40 fL
TOPOGRAPHIC AND LOCATION `_�'JRVEY BY:
POWELL SURVEYING COMPANY, P.A.
P. 0. BOX 616 BEAUFORT, N. C. 28516
TEL• (252) 728-4�35
below NHW during clean-up process. Debris to be
"grabbed" and lifted from its location.
Land disturbance within A.E.C. landward of wetlands to be
minimized during clean-up and re -vegetation efforts and
includes light grading, planting, seeding and mulching
G 6 2008
DENR -WATER QUALiTy
WEr I)s AND sTC RMWATER BRANCH
0*�_ PERMITTING SET
NOT FOR CONSTRUCTION
UNTIL ALL APPROPRIATE
PERMITS RECEIVED i
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BATE: 1-12-08
PROJECT: 07-073
DRAWN BY: JF
SHEET: 1 of 2

Steps as Needed to 3ft M
Kayak/ Canoe Launch
COASTAL MARSH
DO NOT DISTURB ----_._
--__ _ WEST B
......... EAuFv
pROPOSED R T Q
BERMS, TYPLANDSCAPEp ROAD -_
/ �.........., s 18 51..E (60 PUBLIC C SR
R/w - P 1170
s $2'15' T
/ off 30"E - - _
cut 108. p 7 w�-
S 83.13'Og"E W `
ONE SIP -w
J
ONE EIR
[AONE
Dock / Pier End View
Elevation 1 "= 10'
Proposed Eft x 26ft Wood Platform
Eft x 26ft Platform
6ft Wide Concrete Walk
Steps (beyond section)
Beyond 30ft Buffer
as Needed to aft wide 6ft Wide Wood Dock & Walkway
Kayak/ Canoe Launch
\
+5
------ ------------------------------- ---------- \ -------------------
---------------------------------- \---- 7 -------------------
-- -------------------
o
----------- ------ -- ---
--_-
---- --- - ---
---
- - ----- ---
- - -
----- -- --- -
- -
_
- -- -- - - -
-
--------
kL
I ---------- j�
High Water.--- -- -- --- - ----
"----------------------------------------------
-- ----- - -
--------------- ------
3ft x20ft Wood Section Wateiwardof
-5
-Normal Low Water ----_-_-_- - - I---f�------
------
--
platform-Normal
(17ft Section Lowered to -1 ft
- _ - _ __ _ _ _
Existing Bottom -_
_ ____
- _ _
-- -
�
_
_ _ Maintain minimum 3ft Clear betweenAbov---------
e NHW or Per Owner) for Kayak/
---- - ---- - ---
--
- - ----
- wetland substrate & bottom -- ------
Canoe
-----------------------------------------------------
- ------------------------------------------
----- -- ------ - -- -- - Wood Pile
-------------------- ------------- ----------- (Ty P)------
------ ---------------
----decking
- ---------
'---
Dock / Pier Centerline Section 1' = 10'
co
/-` '— --
Proposed 48" 2 / ` '� •-�
Diameter x 60ft / 3 / LARRY WAYNE FULP
Culvert & End 4 / © 902/744 1 ~�
Sections ASSE LYH 7
) 9 10
3 Propose 3 4" 11 1 THOMAS VANDYKE EIP
Sire
f p C 191
J et WA R 1/353 '
S R ICE, T p 13 i 4
SonitorY Sealer
Proposed Landscaped V J MH-4 Service (Typ) J JAMES T, BOWLING
Berms ;� co 8" O J 532/347
ro O'
1 l Q 6"N/rgRy Se / EIR a
S O
^� 0 •••• ,.`.� >25j,2�" ' SARAH L. DAVIS \ r�
Proposed Water ) ` ' o ` , . fi- � �L f
Supply Connection. 3 / 6" ��'�T �?>rPIN 7306.14336412
LEGEND:
' ' CB = CATCH BASIN
to Existing Main D, T p v '
" / EIP 0 CJUNCTION X
(r RPREINFORCED DCONCRETE PIPE
^'110'-6 PVC Water � � �`' -� `.
Main & Appurtenances I ` ` IMPROVEMENTS NOT WITHIN A.E.C. S �2,3. ' CJ CPR = CORRUGATED PLASTIC PIPE:
4" G SE � — — — ARE PRESENTLY r3s, 24 E --/ FFES = DFLARED ENUCTILE D SECTION
Intermittent Coastal 00 � V►CE WER 'B�
94' '
m EX = EXISTING
Wetlands Within Existing , \ ( TMp' RcA 15 UNDER CONSTRUCTION Q a FFE_ FINISH FLOOR ELEVATION
Debris This Wetland ' \ �► SIP = j— EP - EDGE OF PAVEMENT
Area / Footprint (-615sf) / \ 8 !� 16 q 0 FE = FINISHED ELEVATION
\ ♦ 17 TSW=TOOPOOFCS SIDEWALK
to be graded / Proposed \
w � Contours (Typ) \ ..,.•
a . , INV = INVERT
(-•i34 sf Actual Coastal ° � 47 © 18 TYP = TYPICAL
C Wetlands to be _
Displaced by Proposed • / ( \ \ 46 j►,► 19 S ` 5
6g3� = EXISTING CONTOUR
4p� X 5.00 = SPOT ELEVATION
Grading Per DCM) � — = 75' AEC
A
'1�1 20 6 4 � �, = COASTAL MARSH LINE
"7 0 = NEW STORM DRAINAGE
e
� •r p '� r � = EX. STORM DRAINAGE
l - rJ. \ 9�y \ \ \ 44 �/ r 22 ' - - - - = EX. WATER MAIN
\ \ ,off \ ►i WATER
`a\ J•�� y� '9 �CC` �� SIP — SS— = EX, SANIT RY^ SEWER
Existing - 2.2' \1 Wi 43 ti
\ Q Area for buried Power& y`a� �Q� ,1�r = NEW SANITARY SEWER
Culverts J\ �` 0 �'O \ Communication Utilities \ e R/ry �! STORMWATER POND I — OHE — = EX. OVERHEAD ELECTRIC
-3.0' \ �� \ \ ¢ 42 28, �,� i = B.U.A. IN A,E.0 (BUILDINGS/STREETS)
-4.9 \ G.O \ \ �` _ e * I ® (SEE TABLE BELOW)
\ 0. \ /e/ �/ oEIR
�o-3.0' \ \ \ `� \ 41
40
N.L.W.M
-Q Coastal Wetland \ -�� v v v 39 �
o ` -3.4' \ QUO \
a Water Ward / —5.6' \ \ \ \\ 38
I Extent —3.2'
r
\ / O Text Boxes Indicate
j^' \ \Sere \ \ o Sq cyv Proposed Activities
4 V C \ \ CO\ N1TgRy 3 Within Estuarine
&j \ 36
STq \ \ \ SE AEC
35 .n
\ v C/N \ -
Ci 6, \ 34 a cn
Note: Water Depths
/ Directly in Front of Pier 33 G CP(Including End
were Interpolated \ ( rain �1rm of
—4,3 \� `- 3g \ mo \ 32 �5(� O Section) Storm
NORMAL HIGH —2.6' ` �' \ \ \ \
\ w/
WATER \ \ \ ` 31 - iprap
\ \ \
TYP Elev=0.95' � f-p\
� ` , _ '----_
0.
NORMAL LOW > \ \ \ \ 30 \ \ I -35' of 8" PVC
WATER -4'O, \ (Including End
TYP Elev -135' 29' -2.3' 6, \ \ \ Section) Storm
Edge of Coastal Wetlands \ �� \ \ \ \ \ / Drain W/ -12sf of
to Edge of Coastal Wetlands � �rS �a� \ \ `�,5� 29 �. . O � riprap
.(r Edge of Coasts! Wetlan s \ �YebNnb \ '9 O Proposed Top of
1 p to Edge of Coastal Wetlands i \ d a 2$ 1 /
Proposed 6ft x 26ft Wood Platform with \1�a co l
`r Wood Pier Transitioning to Concrete `` \ ��r ar \ 27 / O!) Bank SSwale ter
6 (ft) Walkway
Outlet Swale
\ \ \ \ 26 i! 1r 1 1 108sf Riprap
P.T. Wood Dock Pilings (typ) not less 3ft x 20ft Lowered Wood Section "� \ `� 25 I
than 8 ft Penetration and Spacing Waterward of platform (-I ft Above NHW \ \ — /
P g 00
Dependent on Total Applied Loads & as or Per Owner) for Kayak / Canoe Launch -2� \ \ \ ©� 24 / O -06 O/
pP I \\ 3 a' \�\ \�OO o \ �•� 23
Permitted by NC Building Codes. I 1,s' �. O \
0 o Finished Pier deck elevations per owner.
0 0
Maintain a minimum of 3' clear between
wetland substrate & bottom of all
decking.
c.i
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�
0 0 All Construction w/ P.T. Lumber
J
o o with Treatment & HDG or Better
m 0 Co Fasteners Appropriate For Use &
a o z Location
U U ZWL-
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W
Ni'-
Varies
Landscaped
Soil Berm
Settler Service for
Existing Residence
Previously Permitted
by General CAMA
Permit
PROPOSED B.U.A. in AEC (s17
Building # 23 24 48 49
\4,rg�C \ / ' Building (sf) 125 0 140 825
aRELIn/E 80FFER Front Deck (covered sf 85 0 0 25
00. O n O� Rear Deck (uncovered sfj 90 2 220 240
0
t -2.0 \ Cr p _ ` �L _ _ —' / Driveway (e 765 1 0 0 0
-3.65' \
Proposed '
Sidewalks
-3.0' NORMAL LOW WATER
-5.4' WATER WARD Coastal
29 Wetland Limils
f
2 7 ti/oX 3.5'(+l-) ' 2,
1
24'
I I I —III I I I— I I 1 � I I —1 I I I I I —I 11 �(—IIIIIIIIII 1I
1 l' PER FT. 1/4" PER FT.
10' TYP. 1,5" SF 9,5A 6" COMP. ABC STONE BASE
C&G PAVEMENT C&G
T (PI AL S 1 - CIg
k' -; 1
2,862
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
i inch E 40 ft
TOPOGRAPHIC AND LOCA•1 SURVEY all
PERMITTING SET
POWELL SURVEYIN G COMPANY, P.A. AUG 6 2008 NOT FOR CONSTRUCTION
DENR-WATER QUALITY UNTIL ALL APPROPRIATE
P. 0. BOX 616 BE]AUFORT, N. C. 28516 yyM*DSAND STORMWATERBRAti PERMITS RECEIVED
REVISIONS
6/23/08 Add Culvert Removal
& New Culvert Installation
6/27/08 AEC / NHW
Revisions per DCM
7/16/08 per DCM
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DATE: 1-12-08
PROJECT: 07-073
DRAWN BY: JF
SHEET: 2 of 2
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I
� iSION OF
SSMH
w TOP EL- S. 67 :. � , A�� A E1
EL- -5.72•
war wxoow mom
a
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y S SSMH
Y NCSPC'S: / BSI- TOPEL- 5.30' TE a
S 1 110,
0
N= 363,600.015' / Ip
m
E= 2.702,896.045' y
S 7�1831 SSMH
w COMBINEDDFACTOR= E--
Q J+^- E 1 150.24' " S --• S _ S� S� 1' Y EST BEAUFORT
EA O F TOPS 5.17
0.9999143 i 4,/ INv� E_ 'E'1E S zis p—s ORT RD v� � OM To W
88) 4.783' (NAND / -1,50' / ESE - E—E�_ EyE OSpf.—S �S—S- �� R/w)
_ g g
W 5 83 13 OgSE S 15�.74'S
IPA 416't3jy "
v\j
y / E- E-- E -_.. E E -�
Flo
LARRY WAYNE FULO J
902/744
/•� y EASTERN R/W
/ (0 ,., w / �' ATLANTIC DRNE / THOMAS VANDYKE
F'
,� I (SEE DEED BOOK + 1191/353
LIFTSTAy �Iw // s48 PAGE 324) I i JAMES 1 BOWLING
Lt/ W / 53•1 /347
SSMH
2 w e4
TOP EL=
INV EL- EIR S 72.51?p / SARAH L. DAVIS
-s.27•
I NN w 7)•71, PIN 7306.14336412
EIP �
41�w--LINE OF MOUTH OF TOWN
�nI CREEK COMPUTED FROM 4 O /ti 135 ?t '
tl CO-ORDINATES AND GPS SET G `X_ / 94,
LT DITCH
a
I -NOTE: DISTANCE IS <. ?� C -�4 / SWALE S
NOT TO SCALE �5 �� 8g 37.
BEARINGS ROTATED
FROM N.C. GRID TO " / J do 5.�6• 4'
MAP BEARINGS 41
o -
i w \'
NCSPC'S: I -3.0'
N= 363,313.98, -4.9'
E= 2,702,845.17' w,U j \ \\3.0' \ ? Ce LAMA LINE 3 EIR
NAD "83 JJ `
SCALE FACTOR= 0.99991�2 _G \ \\ N.L.W.M. ' c c
MARSH LINE \ -3.4' \ / `c C`
zo
> 3 2'
�! N
C C.C\ Q N
'/s f cp N 4
c` c,
c �
-2Z
`GG (SEE HWM CALL TAB L ,6'
1 NORMAL HIGH �c,
C
WATER MARK
N.H.W.M. \\ f c,c`
(BOUNDARY LINE) c.c,
(TYPICAL) \ c`c �\S SSMH
I EL- 0.95' NORMAL LOW WATER Tows \ c_1`c. S TOP EL- 3.17'
MARK S f INV EL- -0.77'
I (TYPICAL) \ R
EL- -1.75'
►� ► 2.1
! ►! \mow \� ��
10
Cc
�\`1j
II -_
! I I \ -3.65' \ -6.2'
t0 ~'`_ -C C-C-C -C-C
-2.0' \ L-a
! SMALL AREA
ABOVE H.W.M. I� II �/ ©\ j % NORMAL LOW WATER MARK
1 1 II II -5.4. MARSH LINE
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1
NORMAL HIGH WATER MARK
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1
SKETCH OF NORMAL HIGH/LOW WATER MARKS AND COASTAL VEGITATION FOR:
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RICHARD STOCKETT
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TOWN OF BEAUFORT
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BEAUFORT TOWNSHIP
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CARTERET COUNTY, N. C.
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FEB. 15, 2007 SCALE 1 "=60'
REVISED FEB. 28, 2007
REVISED NOV. 6, 2007
60 0 60 120 180
GRAPHIC SCALE — FEET
PRELIMINARY/NOT FOR RECORDATION
SURVEYED BY
OR CONVEYANCES
POWELL SURVEYING COMPANY, P.A.
P. 0. BOX 616 BEAUFORT, N. C. 28,11
TEL (252) 7M-42M